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ROOF-CEILING CONSTRUCTION



             R804.2 Structural framing. Load-bearing, cold-formed steel  minimum  flange  width  of  1.625  inches  (41  mm)  and  a
             roof framing members shall be in accordance with this section.  maximum flange width of 2 inches (51 mm). The mini-
                                                                                                         1
                                                                     mum lip size for C-shaped sections shall be  /  inch (12.7
               R804.2.1  Material.  Load-bearing,  cold-formed  steel                                     2
               framing  members  shall  be  cold  formed  to  shape  from  mm).  Tracks  shall  comply  with  Figure  R804.2.3(2)  and
                                                                                                    1
               structural quality sheet steel complying with the require-  shall have a minimum flange width of 1 /  inches (32 mm).
                                                                                                     4
               ments of ASTM A1003, Structural Grades 33 Type H and  Minimum Grade 33 ksi steel shall be used wherever 33
               50 Type H.                                            mil and 43 mil thicknesses are specified. Minimum Grade
                                                                     50 ksi steel shall be used wherever 54 and 68 mil thick-
               R804.2.2  Corrosion  protection.  Load-bearing,  cold-  nesses are specified.
               formed steel framing shall have a metallic coating comply-  R804.2.4 Identification. Load-bearing, cold-formed steel
               ing with ASTM A1003 and one of the following:
                                                                     framing members shall have a legible label, stencil, stamp
                  1. Not less than G 60 in accordance with ASTM A653.  or embossment with the following information as a mini-
                  2. Not less than AZ 50 in accordance with ASTM A792.  mum:
               R804.2.3  Dimension,  thickness  and  material  grade.  1. Manufacturer’s identification.
               Load-bearing,  cold-formed  steel  roof  framing  members  2. Minimum base steel thickness in inches (mm).
               shall comply with Figure R804.2.3(1) and with the dimen-  3. Minimum coating designation.
               sional  and  thickness  requirements  specified  in  Table
               R804.2.3.  Additionally,  C-shaped  sections  shall  have  a  4. Minimum  yield  strength,  in  kips  per  square  inch
                                                                         (ksi) (MPa).


                                                          TABLE R804.2.3
                            LOAD-BEARING COLD-FORMED STEEL ROOF FRAMING MEMBER SIZES AND THICKNESSES
                     MEMBER               WEB DEPTH                       MINIMUM BASE STEEL THICKNESS
                   DESIGNATION a           (inches)                               mil (inches)
                    350S162-t                3.5                        33 (0.0329), 43 (0.0428), 54 (0.0538)
                    550S162-t                5.5                    33 (0.0329), 43 (0.0428), 54 (0.0538), 68 (0.0677)
                    800S162-t                8                      33 (0.0329), 43 (0.0428), 54 (0.0538), 68 (0.0677)
                    1000S162-t               10                         43 (0.0428), 54 (0.0538), 68 (0.0677)
                    1200S162-t               12                         43 (0.0428), 54 (0.0538), 68 (0.0677)
             For SI: 1 inch = 25.4 mm
             a. The member designation is defined by the first number representing the member depth in hundredths of an inch, the letter “s” representing a stud or joist
               member, the second number representing the flange width in hundredths of an inch and the letter “t” shall be a number representing the minimum base metal
               thickness in mils.










                               FLANGE
                                                                         FLANGE

                            WEB





                                                                                               SIZE OF TRACK
                                                                                               (INSIDE TO INSIDE)
                  DEPTH OF WEB                        LIP
                  (OUTSIDE TO
                  OUTSIDE)


                                                                        WEB
                              FIGURE R804.2.3(1)                                   FIGURE R804.2.3(2)
                              C-SHAPED SECTION                                      TRACK SECTION

             2018 INTERNATIONAL RESIDENTIAL CODE ®                                                               413
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